| contributor author | Faruk Bhuiyan | |
| contributor author | Richard D. Hey | |
| contributor author | Peter R. Wormleaton | |
| date accessioned | 2017-05-08T20:46:25Z | |
| date available | 2017-05-08T20:46:25Z | |
| date copyright | May 2009 | |
| date issued | 2009 | |
| identifier other | %28asce%290733-9429%282009%29135%3A5%28339%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/26677 | |
| description abstract | Sediment transport patterns in a meandering channel with instream restoration structures (vane and W-weir) have been studied. Laboratory experiments were conducted in a large-scale mobile-bed channel with graded materials under bank-full and overbank flow conditions. Bed-load samples were collected with a calibrated minisampler. Vanes, constructed against the outer bank in a meander bend, relocated the scour hole toward midchannel, thereby protecting the bank from erosion. The sediment sizes | |
| publisher | American Society of Civil Engineers | |
| title | Effects of Vanes and W-Weir on Sediment Transport in Meandering Channels | |
| type | Journal Paper | |
| journal volume | 135 | |
| journal issue | 5 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(2009)135:5(339) | |
| tree | Journal of Hydraulic Engineering:;2009:;Volume ( 135 ):;issue: 005 | |
| contenttype | Fulltext | |